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      KCI등재 SCIE SCOPUS

      Studies on the influence factors of wind dynamic responses on hyperbolic cooling tower shells

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      https://www.riss.kr/link?id=A106465030

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      다국어 초록 (Multilingual Abstract)

      Wind induced dynamic responses on hyperbolic cooling tower (HCT) shells are complicated functions of structure and wind properties, such as the fundamental frequency fmin, damping ratio ζ, wind velocity V, correlationship in meridian direction and so...

      Wind induced dynamic responses on hyperbolic cooling tower (HCT) shells are complicated functions of structure and wind properties, such as the fundamental frequency fmin, damping ratio ζ, wind velocity V, correlationship in meridian direction and so on, but comprehensions on the sensitivities of the dynamic responses to these four factors are still limited and disagree from each other. Following the dynamic calculation in time domain, features of dynamic effects were elaborated, focusing on the background and resonant components σB and σR, and their contributions to the total rms value σT. The σR is always less than σB when only the maximum σT along latitude is concerned and the contribution of σR to σT varies with responses and locations, but the σR couldn’t be neglected for structural design. Then, parameters of the above four factors were artificially adjusted respectively and their influences on the gust responses were illustrated. The relationships of σR and the former three factors were expressed by fitted equations which shows certain differences from the existing equations. Moreover, a new strategy for wind tunnel tests aiming at surface pressures and the following dynamic calculations, which demands less experiment equipment, was proposed according to the influence from meridian correlationship.

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      참고문헌 (Reference)

      1 Davenport, A. G., "Written Contribution of Session 3" 97-100, 1967

      2 Shitang Ke, "Wind-induced vibration characteristics and parametric analysis of large hyperbolic cooling towers with different feature sizes" 국제구조공학회 54 (54): 891-908, 2015

      3 Lin Zhao, "Wind-induced equivalent static interference criteria and its effects on cooling towers with complex arrangements" Elsevier BV 172 : 141-153, 2018

      4 Chen, K., "Wind tunnel tests on the wind-induced vibrations" 177-182, 2003

      5 Zou, Y. F., "Wind tunnel test on wind-induced response of cooling tower based on full aero-elastic model" 34 (34): 60-67, 2013

      6 Zhang, J. F., "Wind tunnel study on the three dimensional flow and spatial correlation properties of wind loads on hyperboloidal cooling towers" 30 (30): 234-242, 2013

      7 Armitt, J., "Wind loading on cooling towers" 106 (106): 623-641, 1980

      8 Sollenberger, N. J., "Wind loading and response of cooling towers" 106 (106): 601-621, 1980

      9 Jun-Feng Zhang, "Wind induced dynamic responses on hyperbolic cooling tower shells and the equivalent static wind load" Elsevier BV 169 : 280-289, 2017

      10 Niemann, H. J., "Wind effects on cooling-tower shells" 106 (106): 643-661, 1980

      1 Davenport, A. G., "Written Contribution of Session 3" 97-100, 1967

      2 Shitang Ke, "Wind-induced vibration characteristics and parametric analysis of large hyperbolic cooling towers with different feature sizes" 국제구조공학회 54 (54): 891-908, 2015

      3 Lin Zhao, "Wind-induced equivalent static interference criteria and its effects on cooling towers with complex arrangements" Elsevier BV 172 : 141-153, 2018

      4 Chen, K., "Wind tunnel tests on the wind-induced vibrations" 177-182, 2003

      5 Zou, Y. F., "Wind tunnel test on wind-induced response of cooling tower based on full aero-elastic model" 34 (34): 60-67, 2013

      6 Zhang, J. F., "Wind tunnel study on the three dimensional flow and spatial correlation properties of wind loads on hyperboloidal cooling towers" 30 (30): 234-242, 2013

      7 Armitt, J., "Wind loading on cooling towers" 106 (106): 623-641, 1980

      8 Sollenberger, N. J., "Wind loading and response of cooling towers" 106 (106): 601-621, 1980

      9 Jun-Feng Zhang, "Wind induced dynamic responses on hyperbolic cooling tower shells and the equivalent static wind load" Elsevier BV 169 : 280-289, 2017

      10 Niemann, H. J., "Wind effects on cooling-tower shells" 106 (106): 643-661, 1980

      11 Armitt, J., "Vibration of cooling towers" 1973

      12 "VGB-R 610Ue, VGB-Guideline: Structural design of cooling tower-technical guideline for the structural design, computation and execution of cooling towers"

      13 Rakesh K. Kapania, "Time Domain Random Wind Response of Cooling Tower" American Society of Civil Engineers (ASCE) 110 (110): 1524-1543, 1984

      14 Busch, D., "Study of a proposed 200m high natural draught cooling tower at power plant Frimmersdorf/Germany" 20 (20): 920-927, 1998

      15 Hashish, M. G., "Response of hyperbolic cooling towers to turbulent wind" 100 (100): 1037-1051, 1974

      16 Lu, W. D., "Response of hyperbolic cooling tower to turbulent wind" 4 (4): 45-61, 1982

      17 M. Kasperski, "On the correlation of dynamic wind loads and structural response of natural-draught cooling towers" Elsevier BV 30 (30): 67-75, 1988

      18 S.T. Ke, "Multi-dimensional wind vibration coefficients under suction for ultra-large cooling towers considering ventilation rates of louvers" 국제구조공학회 66 (66): 273-283, 2018

      19 Shitang Ke, "Multi-dimensional extreme aerodynamic load calculation in super-large cooling towers under typical four-tower arrangements" 한국풍공학회 25 (25): 101-129, 2017

      20 H.-J. Niemann, "Modelling of wind loads with regard to gust effects" Elsevier BV 6 (6): 274-280, 1984

      21 Jun-Feng Zhang, "Influence of latitude wind pressure distribution on the responses of hyperbolodial cooling tower shell" 한국풍공학회 16 (16): 579-601, 2013

      22 S.T. Ke, "Identification of damping ratio and its influences on wind- and earthquake-induced effects for large cooling towers" Wiley 27 (27): e1488-, 2018

      23 Steinmetz, R. L., "Hyperbolic cooling tower dynamic response to wind" 104 (104): 35-53, 1978

      24 Singh, M. P., "Gust factors for hyperbolic cooling towers" 102 (102): 371-386, 1976

      25 "GB/T 50102-2014, Code for design of cooling for industrial recirculating water"

      26 H.-J. Niemann, "Full-scale and model tests on wind-induced, static and dynamic stresses in cooling tower shells" Elsevier BV 2 (2): 81-89, 1980

      27 G. Ramesh Babu, "Experimental Determination of Wind-Induced Response on a Model of Natural Draught Cooling Tower" Springer Science and Business Media LLC 37 (37): 35-46, 2013

      28 Noh, S. Y., "Evaluation of the natural draught cooling tower shell using linearly and non-linearly numerical analysis" 14 (14): 1011-1020, 2012

      29 Zhao, L., "Equivalent beam-net design theory of aero-elastic model about hyperbolic thin-shell cooling towers and its experimental investigation" 21 (21): 31-37, 2008

      30 Abu-Sitta, S. H., "Dynamic wind stresses in hyperbolic cooling towers" 99 (99): 1823-1835, 1973

      31 Basu, P. K., "Cooling towers using measured wind data" 106 (106): 579-600, 1980

      32 "BS 4485 Part 4, Code of Practice for Structural Design and Construction-Water Cooling Towers"

      33 Isyumov, N., "Approaches to the design of hyperbolic cooling towers against the dynamic action of wind and earthquakes" 48 : 35-47, 1972

      34 Lin Zhao, "Aerodynamic and aero-elastic performances of super-large cooling towers" 한국풍공학회 19 (19): 443-465, 2014

      35 S.T. Ke, "A new methodology for analysis of equivalent static wind loads on super-large cooling towers" Elsevier BV 111 : 30-39, 2012

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      2016 1.12 0.62 0.94
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
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